Numerical Study of a Failure of a Reinforced Earth Retaining Wall-Reference-Cited by-同舟云学术

Numerical Study of a Failure of a Reinforced Earth Retaining Wall

Published:2012-05-25 Issue:4 Volume:30 Page:1025-1034
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Sengupta A.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-012-9524-3.pdf

Reference6 articles.

1. Bishop AW (1955) The use of slip circle in stability analysis of slopes. Geotechnique 5:7–17

2. Bureau of Indian Standards (2000) Indian standard plain and reinforced concrete—code of practice. IS456, 4th Revision, New Delhi, India

3. Clough GW, Duncan JM (1969) Finite element analysis of Port Allen and Old River Locks. Report No. TE 69-3, College of Engineering, Office of Research Services, University of California, Berkeley, CA

4. Edris EV, Wright SG (1992) UTEXAS2, Slope stability package, instruction report. GL-87-1, Department of the Army, U.S. Army Corps of Engineers, Washington, DC, Contract No. DACW39-89-C-0024

5. Gireesha NT, Muthukkumaran K (2011) Study on soil structure interface strength property. Int J Earth Sci Eng 4(6):89–93

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